CN209025470U - A kind of fixed guide structure of column docking - Google Patents
A kind of fixed guide structure of column docking Download PDFInfo
- Publication number
- CN209025470U CN209025470U CN201821575053.6U CN201821575053U CN209025470U CN 209025470 U CN209025470 U CN 209025470U CN 201821575053 U CN201821575053 U CN 201821575053U CN 209025470 U CN209025470 U CN 209025470U
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- steel plate
- column
- vertical
- guide structure
- fixed guide
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Abstract
A kind of fixed guide structure of column docking, is bolted to connection by two and half guide parts and is formed, and each half guide part includes the multiple steel plates being welded to each other, and is surrounded on column on the inside of two half guide parts, provides guiding for column docking.Two and half guide parts are bolted to connection, without being welded and fixed, safe ready is removed in installation, therefore finished product is reusable, low manufacture cost, using the fixed guide structure of the utility model, save lifting time, personnel's investment, lifting machine machine-team and scaffold resource, job scheduling is accelerated, shortens and builds the construction period, also reduce lifting operation difficulty and security risk.
Description
Technical field
The utility model relates to construction engineering technical fields, more particularly to a kind of fixed guide structure of column docking.
Background technique
In conventional Large-scale Hoisting operation, it is to carry out human weld after each column docks in place that fashioned iron column, which docks fixation,
Gusset.This process is completed, is needed after each column lifts in place, prepares Welder's equipment, is manually welded, labor intensive
Material resources extend the lifting time, increase the utilizations of resources such as loop wheel machine, scaffold, and weld job presence is carried out in hoisting process
Security risk.
Utility model content
In view of the problems of the existing technology, the utility model provide one kind can accelerate build construction speed, reduce loop wheel machine,
The utilizations of resources such as scaffold reduce the fixed guide structure of the column docking of security risk and hoisting difficulty.
To achieve the goals above, the utility model adopts the following technical solution:
A kind of fixed guide structure of column docking, is bolted to connection by two and half guide parts and is formed, Mei Gesuo
Stating half guide part includes the multiple steel plates being welded to each other, and is surrounded on column on the inside of two half guide parts, is docked for column
Guiding is provided.
Further, half guide part includes the U-shaped steel plate being laterally arranged, and two end sections of the U-shaped steel plate are welded with
Vertically arranged junction steel plate, the upper and lower surface of the U-shaped steel plate are respectively welded the multiple first vertical steel plates and multiple second
Vertical steel plate, the surface between the first vertical steel plate are welded with the first lateral steel plate, the first vertical surface of steel plate with
Right angle steel plate is welded between the junction steel plate surface.
Further, the junction steel plate is equipped with multiple through-holes, and bolt passes through the through-hole and fixes two half guiding
Part.
Further, the described second vertical steel plate is vertically aligned with the described first vertical steel plate.
Further, it is perpendicular to be welded with third for the U-shaped steel plate inner thickness face and second vertical steel plate inner thickness face
To steel plate, the surface of the vertical steel plate of third is contacted with the column.
Further, the inner thickness face of the U-shaped steel plate is welded with the 4th vertical steel plate, the 4th vertical steel plate and institute
It states the vertical steel plate of third and is located at vertical surface, the surface of the 4th vertical steel plate is contacted with the column.
Further, it is welded with the inclined steel plate being inclined outwardly at the top of the 4th vertical steel plate, the inclined steel plate
Surface and the right angle steel plate weld.
Further, it is equipped with and is inclined outwardly at the top of the inner thickness face of the junction steel plate or/and the first vertical steel plate
Inclined surface.
Further, the angle that the inclined steel plate or the inclined surface are inclined outwardly is 30 °.
Further, the inner thickness face of the described first vertical steel plate is recessed with semi-circular recesses.
The utility model has the beneficial effects that
Two and half guide parts are bolted to connection, and without being welded and fixed, are installed, are removed safe ready, therefore finished product
Reusable, low manufacture cost is saved the lifting time, personnel's investment, is hung using the fixed guide structure of the utility model
Fill mechanical one-shift and scaffold resource, accelerate job scheduling, shorten and build the construction period, also reduce lifting operation difficulty and
Security risk.
Detailed description of the invention
Fig. 1 is the schematic perspective view of the fixed guide structure of the utility model column docking；
Fig. 2 is the top view of the fixed guide structure of the utility model column docking；
Fig. 3 is the side view of half guide part in the fixed guide structure of the utility model column docking；
Fig. 4 is the side view of another angle of fixed guide structure of the utility model column docking
In figure, 1-half guide part, 2-U-shaped steel plates, 3-junction steel plates, the 4-the first vertical steel plate, the 5-the second vertical steel
Plate, the 6-the first lateral steel plate, 7-right angle steel plates, the vertical steel plate of 8-thirds, the 9-the four vertical steel plate, 10-inclined steel plates,
11-inclined surface, 12-grooves, 13-through-holes, 14-bolts, 15-columns.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describing, it is clear that described embodiment is only a part of the embodiment of the utility model, rather than all
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise
Under every other embodiment obtained, fall within the protection scope of the utility model.
It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute in the utility model embodiment
It is only used for explaining in relative positional relationship, the motion conditions etc. under a certain particular pose (as shown in the picture) between each component, such as
When the fruit particular pose changes, then directionality instruction also correspondingly changes correspondingly.
Such as Fig. 1, the utility model provides a kind of fixed guide structure of column docking, passes through spiral shell by two and half guide parts 1
Bolt 14 is fixedly connected to form, and each half guide part 1 includes the multiple steel plates being welded to each other, and the inside of two and half guide parts 1 is surround
In column 15, guiding is provided for the docking of column 15.
As shown in Figure 1 to Figure 4, the structure of two and half guide parts 1 is identical, and each half guide part 1 includes the U-shaped steel plate being laterally arranged
2, two end sections of U-shaped steel plate 2 are welded with vertically arranged junction steel plate 3, and junction steel plate 3 is equipped with multiple through-holes 13, bolt
14, which pass through through-hole 13, fixes two and half guide parts 1.The upper and lower surface of U-shaped steel plate 2 is respectively welded the multiple first vertical 4 Hes of steel plate
Multiple second vertical steel plates 5, the second vertical steel plate 5 are vertically aligned with the first vertical steel plate 4.In the present embodiment, first
The inner thickness face of vertical steel plate 4 is recessed with semi-circular recesses 12.Surface between first vertical steel plate 4 is welded with first laterally
Steel plate 6 is welded with right angle steel plate 7 between first vertical 4 surface of steel plate and 3 surface of junction steel plate.First lateral steel plate 6 and right angle
Steel plate 7 is parallel with U-shaped steel plate 2 and interval is arranged.
2 inside middle portion thickness face of U-shaped steel plate and the second vertical 5 inner thickness face of steel plate are welded with the vertical steel plate 8 of third, the
The surface of three vertical steel plates 8 is contacted with column 15, the top surface of the vertical steel plate 8 of third and the either flush of U-shaped steel plate 2.U-shaped steel plate
The inner thickness face of 2 two sides is welded with the 4th vertical steel plate 9, and the 4th vertical steel plate 9 is located at vertical table with the vertical steel plate 8 of third
The surface in face, the 4th vertical steel plate 9 is contacted with column 15.
In the present embodiment, the top of the 4th vertical steel plate 9 is welded with the inclined steel plate 10 being inclined outwardly, inclined steel plate 10
Surface and right angle steel plate 7 weld.It is equipped with and is inclined outwardly at the top of the inner thickness face of junction steel plate 3 or/and the first vertical steel plate 4
Inclined surface 11, the angle that inclined steel plate 10 or/and inclined surface 11 are inclined outwardly is 30 °.
The utility model changes the fixed form of traditional welding gusset, in the lifting operation that docking is fixed as H profile steel,
It is fixed using the utility model fixed guide structure, is not necessarily to weld job, installation and dismounting are safe and simple.
In the present embodiment, the fixation of column docking is illustrated so that specification is the fashioned iron column of UC305*305*97mm as an example
The specific manufacturing process of guide frame: select that (material is unlimited, and thickness is preferably 10mm with a thickness of 1 square metre of the steel plate of 8~10mm
, more than the steel plate of 10mm production finished product it is overweight, install it is not portable), according to drawing requirement carry out cutting stock, then again into
Row welding, per pass weld seam carry out MT detection, and the finished product after production as shown in Figure 1, use 6 sets of bolts 14 during the installation process
It is attached.In view of that can reuse, to prevent from corroding, sandblasting priming again is carried out after the production of half guide part 1.At it
In its embodiment, the size of steel plate and bolt 14 can modify according to the size of docking column 15 to be made again.
The utility model structure is simple, easy to make, and welding requirements is low, low manufacture cost, is not necessarily between two halves guide part 1
It is welded and fixed, is fixedly connected by bolt 14, can be repeated several times utilization, save lifting time, personnel's investment, lifting machine platform
Class and scaffold resource, reduce lifting operation difficulty and security risk.
Above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, although referring to preferred embodiment pair
The utility model is described in detail, it will be appreciated by those skilled in the art that can to the technical solution of the utility model into
Row, which is modified, or equivalent replacement is without departing from the objective and range of the technical program should all cover the power in the utility model
In sharp claimed range.
Claims (11)
1. a kind of fixed guide structure of column docking characterized by comprising be bolted company by two and half guide parts
It connects to be formed, each half guide part includes the multiple steel plates being welded to each other, and is surrounded on the inside of two half guide parts vertical
Column provides guiding for column docking.
2. the fixed guide structure of column docking according to claim 1, it is characterised in that: half guide part includes cross
To the U-shaped steel plate of setting, two end sections of the U-shaped steel plate are welded with vertically arranged junction steel plate, the U-shaped steel plate it is upper
Lower surface is respectively welded the multiple first vertical steel plates and multiple second vertical steel plates, the surface between the first vertical steel plate
It is welded with the first lateral steel plate, is welded with right angle steel plate between the first vertical surface of steel plate and the junction steel plate surface.
3. the fixed guide structure of column docking according to claim 2, it is characterised in that: the junction steel plate is equipped with
Multiple through-holes, bolt pass through the through-hole and fix two half guide parts.
4. the fixed guide structure of column according to claim 2 docking, it is characterised in that: the second vertical steel plate with
The first vertical steel plate is vertically aligned.
5. the fixed guide structure of column docking according to claim 2, it is characterised in that: thick on the inside of the U-shaped steel plate
Degree face and second vertical steel plate inner thickness face are welded with the vertical steel plate of third, the surface contact of the vertical steel plate of third
In the column.
6. the fixed guide structure of column docking according to claim 5, it is characterised in that: the inside of the U-shaped steel plate
Thickness face is welded with the 4th vertical steel plate, and the 4th vertical steel plate is located at vertical surface, institute with the vertical steel plate of the third
The surface for stating the 4th vertical steel plate is contacted with the column.
7. the fixed guide structure of column docking according to claim 6, it is characterised in that: the 4th vertical steel plate
Top is welded with the inclined steel plate being inclined outwardly, and the surface of the inclined steel plate and the right angle steel plate weld.
8. the fixed guide structure of column docking according to claim 7, it is characterised in that: the inclined steel plate leans outward
Oblique angle is 30 °.
9. the fixed guide structure of column according to claim 2 docking, it is characterised in that: the junction steel plate or/and
The inclined surface being inclined outwardly is equipped at the top of the inner thickness face of the first vertical steel plate.
10. the fixed guide structure of column docking according to claim 9, it is characterised in that: the inclined surface leans outward
Oblique angle is 30 °.
11. the fixed guide structure of column docking according to claim 2, it is characterised in that: the first vertical steel plate
Inner thickness face be recessed with semi-circular recesses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821575053.6U CN209025470U (en) | 2018-09-27 | 2018-09-27 | A kind of fixed guide structure of column docking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821575053.6U CN209025470U (en) | 2018-09-27 | 2018-09-27 | A kind of fixed guide structure of column docking |
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| Publication Number | Publication Date |
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| CN209025470U true CN209025470U (en) | 2019-06-25 |
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ID=66904934
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821575053.6U Active CN209025470U (en) | 2018-09-27 | 2018-09-27 | A kind of fixed guide structure of column docking |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111015103A (en) * | 2019-12-13 | 2020-04-17 | 南通泰胜蓝岛海洋工程有限公司 | Folding process and positioning tool for offshore booster station |
| CN112392516A (en) * | 2021-01-07 | 2021-02-23 | 通用技术集团工程设计有限公司 | Super large section chamber fractional construction steel bow member combination formula temporary support device |
| CN112982664A (en) * | 2021-03-08 | 2021-06-18 | 四川华浩建筑工程有限公司 | Buckling restrained steel structure beam column connecting node |
-
2018
- 2018-09-27 CN CN201821575053.6U patent/CN209025470U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111015103A (en) * | 2019-12-13 | 2020-04-17 | 南通泰胜蓝岛海洋工程有限公司 | Folding process and positioning tool for offshore booster station |
| CN111015103B (en) * | 2019-12-13 | 2021-11-26 | 南通泰胜蓝岛海洋工程有限公司 | Folding process and positioning tool for offshore booster station |
| CN112392516A (en) * | 2021-01-07 | 2021-02-23 | 通用技术集团工程设计有限公司 | Super large section chamber fractional construction steel bow member combination formula temporary support device |
| CN112392516B (en) * | 2021-01-07 | 2021-08-27 | 通用技术集团工程设计有限公司 | Super large section chamber fractional construction steel bow member combination formula temporary support device |
| CN112982664A (en) * | 2021-03-08 | 2021-06-18 | 四川华浩建筑工程有限公司 | Buckling restrained steel structure beam column connecting node |
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